Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001329 DEA: 100X7404 EFIS: 1013000008
QA Service Level: 1
DIST-CO-RTE-PM: 10-CAL-12-17.1/17.5
Work Description: BRIDGE REPLACEMENT.
Location Description: CALAVERAS COUNTY NEAR SAN ANDREAS FROM 0.2 MILE WEST OF NORTH FORK CALAVERAS RIVER BRIDGE TO 0.2 MILE EAST OF NORTH CALAVERAS RIVER BRIDGE
Contractor Name: STEELHEAD CONSTRUCTORS JV
Contractor Address: 2940 INNSBRUCK DR, REDDING, CA, 96003
Resident Engineer: Elaine Yip Structure Rep.: Ron Matin
DIME Sample ID: 2026-04-29-11
TL Number from the TL Form:
Sample Submitted By Organization: Con-Fab California Corporation - Lathrop
Sample Organization Contact: (209) 249-4700
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 04/29/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/29/2026
The quantity of what the sample constitutes: 1 cubic foot
A brief description of the sample: 1 cubic foot
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: ConFab Lathrop
The concrete mix design number: L_95M1L_KRC38_PF1
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 14178
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Bed 4, 1st Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-04-29-11-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 04/30/2026
Date Tested: 04/29/2026
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2026-04-29-11-2
Test Method: ASTM C1611-21: Standard Test Method for Slump Flow of Self-Consolidating Concrete
Verified Date: 04/30/2026
Date Tested: 04/29/2026
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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What unit system is used for measurements?
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inches
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Slump Flow
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21 in
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Filling the mold procedure
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Filling Procedure B (Inverted Mold)
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Diameter 1
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21 in
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Diameter 2
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21 in
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Visual Stability Index
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no data0
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DIME Test ID: 2026-04-29-11-3
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 04/30/2026
Date Tested: 04/29/2026
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2026-04-29-11-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/30/2026
Date Tested: 04/30/2026
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Unit system used?
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US Units
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Number of specimens
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3
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Test performed
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With no density determined
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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Apparent mass of submerged cylinder 1
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8.27 lb
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Average diameter of cylinder 1
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4.00 in
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Average diameter of cylinder 2
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4.00 in
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Average diameter of cylinder 3
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4.00 in
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Cross sectional area of cylinder 1
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69233 in^2
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Cross sectional area of cylinder 2
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72791 in^2
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Cross sectional area of cylinder 3
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71423 in^2
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Compressive strength (to nearest 10 psi)
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5660 psi
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Maximum load on cylinder 1
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69233 lb
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Maximum load on cylinder 2
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72791 lb
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Maximum load on cylinder 3
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71423 lb
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Type of fracture pattern of cylinder 1
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4
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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4
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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1 days
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Age of specimen in hours
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no data0 hours
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Serial number of delivery ticket, if available
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no data
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